ST0003-LR090209C ONCPETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0037
Service Date: 01/09/09
Report Date: 02/09/09
Project
Client
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94081163
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 days
Mix ID: 2501M
Supplier: TISEO Paving
Batch Time: 0917 Plant: N/A
Truck No.: 163 Ticket No.: N/A
Field Test Data
Test
Result
Slump (in):
2 1/2
Air Content ( %):
3.5
Concrete Temp. (F):
73
Ambient Temp. (F):
71
Plastic Unit Wt. (pcf): 154.4
Laboratory Test Data
Set Specimen
No. ID
Specification
Diameter Area
(in)
(sq in)
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal)
Water Added After (gal):
Sample Location:
Placement Location:
cm am
flerracon
8901 Carpenter Frwy, Ste 100
Dallas, TX 75247
214- 630 -1010
01/09/09 Sample Time: 0940
Louis J. DeRossi
Partly Sunny
20 Batch Size (cy): 10
Direct Discharge
0
0
Sta. 18 +80
Coppell Rd, northbound @ Sta. 18 +00
to Sta. 31 +25
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Louis J. DeRossi Started: 0800
Reported To: Finished: 1800
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX (1) Huitt Zollars Inc
(1) Tiseo Paving Company
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 3
Age at
Maximum
Compressive
Date
Date
Test
Load
Strength
Fracture
Received
Tested
(days)
(lbs)
(psi)
Type
01/10/09
01/12/09
3
80,620
2,850
6
01/10/09
01/16/09
7
135,350
4,790
2
01/10/09
02/06/09
28
178,410
6,310
2
01/10/09
02/06/09
28
185,160
6,550
2
Average (28 days)
6,430
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Louis J. DeRossi Started: 0800
Reported To: Finished: 1800
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX (1) Huitt Zollars Inc
(1) Tiseo Paving Company
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 3
C ONCRETE COMPRESSIVE STRENGTH TEST REPORT me Eas on=
Report Number: 94081163.0037 lVerracall
Service Date: 01/09/09 8901 Carpenter Frwy, Ste 100
Report Date: 02/09/09 Dallas, TX 75247
214- 630 -1010
Client Project
City of Coppell TX Coppell Road - #ST00 -03
Attn: Albert Samaniego Sandy Lake Road to
Engineering Dept Cooper Lane
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94081163
Material Information
Specified Strength: 4000 psi @ 28 days
Mix ID: 2501M
Supplier: TISEO Paving
Batch Time: 1131
Truck No.: 166
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plant: N/A
Ticket No.: N/A
Result Specification
3
4.1
75
78
Plastic Unit Wt. (pcf): 153.2
Laboratory Test Data
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
2
1
6.00
28.27
01/10/09
01/12/09
2
2
6.00
28.27
01/10/09
01/16/09
2
3
6.00
28.27
01/10/09
02/06/09
2
4
6.00
28.27
01/10/09
02/06/09
01/09/09 Sample Time: 1200
Louis J. DeRossi
Sunny
230 Batch Size (cy): 10
Direct Discharge
0
0
Sta. 25 +40
Coppell Rd, northbound @ Sta. 18 +00
to Sta. 31 +25
Age at Maximum Compressive
Test
Load
Strength
Fracture
(days)
(lbs)
(psi)
Type
3
78,420
2,770
6
7
110,590
3,910
3
28
150,890
5,340
2
28
158,950
5,620
2
Average (28 days)
5,480
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Louis J. DeRossi Started: 0800
Reported To: Finished: 1800
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX (1) Huitt Zollars Inc
(1) Tiseo Paving Company
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 3
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94081163.0052
�,
Service Date: 01/31/09
8901 Carpenter Frwy, Ste 100
Report Date: 02/09/09
Dallas, TX 75247
214- 630 -1010
Client
Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number 94081163
Material Information
Sample Information
Source of Material: Treated on site
Sample Date: 01/31/09
Proposed Use: Paving subgrade
Sampled By: Bradley W. Hatch
Sample Location: Sta. 31 +50, 10'R of centerline
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf): 100.0
Optimum NVater Content (%): 21.5
tot —�
a. 101
+' 100 - - --
2M 99
96
97 —
96
0
95 .
17 16 19 20 21 22 23 24 25 26 27
Water Content ( %)
Comments
Services: iNlOisture- Density Relations
Terracon Rep: Bradley W. Hatch
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City orCoppcll'rS (1) Pluitt Zollars Inc
(I ) Tim) Paving Company
Reviewed By:
Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM D698, ASTM D4318
Sample Description: Medium brown sandy clay (lime treated)
Result
Liquid Limit: 38
Plastic Limit: 29
Plasticity Index: 9
Specifications
Zero Air Voids for Assumed Specific Gravity
2.65
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except In full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page I oi' I
LABORATORY COMPACTION CHARACTERISTICS OF SOIL Irerracon
Report Number: 94081163.0053
Service Date: 01 /31/09
8901 Carpenter Frwy, Ste 100
Report Date: 02/09/09
Dallas, TX 75247
21 630 -1010
Client
Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
P rojec t Nunber 9 4081163
Material Information
Sample Information
Source of Material: Treated on site
Sample Date: 01/31/09
Proposed Use: Paving subgrade
Sampled By: Bradley W. Hatch
Sample Location: Sta. 37 +50, 10'R of centerline
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pct): 93.9
Optimum Water Content ( %): 25.3
96
u 95
° 94
t 93
07
d 92
91
Y
so
69
88
87
Zero Air Voids for Assumed Specific Gravity
2.65
20 21 22 23 24 25 26 27 28 29 30 31 32
Water Content ( %)
Comments:
Services: Moisture - Density Relations
Terracon Rep: Bradley W. Hatch
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of Coppell 'I'\ (1) Huilt Zollars Inc
(1)'risco Paving Cumpauy
Reviewed By:
Eric J. eveland, P.E.
Senior roject Manager
Test Methods: ASTM D698, ASTM D4318
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except In full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical materials.
Page I of I
Sample Description: Grayish brown sandy clay (lime treated)
Result Specifications
Liquid Limit: 40
Plastic Limit: 37
Plasticity Index: 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0037 Verracon
Service Date: 01/09/09 8901 Carpenter Frwy, Ste 100
Report Date: 02/09/09 Dallas, TX 75247
214 - 630 -1010
Client Project
City of Coppell TX Coppell Road - #ST00 -03
Attn: Albert Samaniego Sandy Lake Road to
Engineering Dept Cooper Lane
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94081163
Material Information
Specified Strength: 4000 psi @ 28 days
Mix 1D: 2501M
Supplier: TISEO Paving
Batch Time: 1328 Plant: N/A
Truck No.: 163 Ticket No.: N/A
Field Test Data
Test
Result
Slump (in):
3 1/2
Air Content ( %):
4.2
Concrete Temp. (F):
75
Ambient Temp. (F):
80
Plastic Unit Wt. (pcf): 152.8
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
3
1
4.00
3
2
4.00
3
3
4.00
3
4
4.00
Specification
Area
Date
(sq in)
Received
12.57
01/10/09
12.57
01/10/09
12.57
01/10/09
12.57
01/10/09
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
01/09/09 Sample Time: 1400
Louis J. DeRossi
Sunny
380 Batch Size (cy): 10
Direct Discharge
0
0
Sta. 31 +00
Coppell Rd, northbound @ Sta. 18 +00
to Sta. 31 +25
Age at Maximum Compressive
Date
Test
Load
Strength
Fracture
Tested
(days)
(lbs)
(psi)
Type
01/14/09
5
42,040
3,350
6
01/16/09
7
48,140
3,830
2
02/06/09
28
68,470
5,450
3
02/06/09
28
71,390
5,680
3
Average (28 days)
5,570
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast
samples.
Terracon Rep.: Louis J. DeRossi Started: 0800
Reported To:. Finished: 1800
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX (1) Huitt Zollars Inc Reviewed By:
(1) Tiseo Paving Company
strength
Project Engineer
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the lopation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 3